Summary for Test 2020-05-05-14-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 212889 DEA: 073009U4 EFIS: 0714000238 |
---|---|
DIST-CO-RTE-PM | 07-LA-110-R0.7/24.1 |
Award Date | 04/03/2018 |
Closeout Date | 06/30/2021 |
Work Description | REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT. |
Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING |
QA Service Level | 1 (Verified on 06/21/2018) |
Sample Information
Sample Taken Date | 05/05/2020 | Sample Unique Key | 14 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/12/2020 |
Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP Aggregate |
The quantity of what the sample constitutes | PSU 2 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Dong |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0230G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt Irvine | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005::ALL AMERICAN ASPHALT |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Irvine Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-05-14
DIME Test ID: 2020-05-05-14-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-05-20
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 05/15/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/20/2020 ✔